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Council Meeting/Documents/Attachment 3: 2021 04 16 - (buepoint) Foundation review
Appendix

Attachment 3: 2021 04 16 - (buepoint) Foundation review

November 19, 2024Page 451 section

Engineering review of the foundation walls at 12 Vickery Road.

1 CALL TO ORDER- Councillor Brown, Acting Mayor called the meeting to order at 7:00 p.m.
Date: 2021.04.16Finding: Further review required; updated to approved May 10, 2021

PROJECT ADDRESS: 12 Vickery Road, View Royal, BC PROJECT NO.: 10441 DATE: 2021.04.16 TIME: 03:00pm

TYPE OF REVIEW: [X] FOUNDATION WALLS

OBSERVATIONS:

  • all walls were poured at time of site visit. Client called for review AFTER pour.
  • poor cold joint from initial pass to second pass
  • in general concrete appears to be satisfactory
  • photos provided to office for rebar Monday April 19, 2021
  • cannot be determined that all rebar is in place per specification. few measurements provided
  • photos reveal that rebar is discontinuous in many places. There are no corner bars in several locations

CONCRETE:

  • rebar in correct position: [ ] Reviewed [ ] N/A
  • rebar right size and spacing: [ ] Reviewed [ ] N/A
  • hold-down anchorage in place: [ ] Reviewed [ ] N/A
  • formwork generally as per plan: [ ] Reviewed [ ] N/A

FRAMING:

  • conformance with truss spec: [ ] Reviewed [ ] N/A
  • conformance with I-joist drawings: [ ] Reviewed [ ] N/A
  • beam and girder bearing: [ ] Reviewed [ ] N/A
  • continuity of top plates: [ ] Reviewed [ ] N/A
  • lintels / openings: [ ] Reviewed [ ] N/A
  • shearwalls / fastening / holddowns: [ ] Reviewed [ ] N/A
  • continuity of tall walls: [ ] Reviewed [ ] N/A
  • blocking in floor system for point loads: [ ] Reviewed [ ] N/A
  • wall sheathing: [ ] Reviewed [ ] N/A
  • wind girts: [ ] Reviewed [ ] N/A
  • post to beam free standing: [ ] Reviewed [ ] N/A
  • fasteners in hardware: [ ] Reviewed [ ] N/A
  • shearwalls to floor system: [ ] Reviewed [ ] N/A
  • penetrations: [ ] Reviewed [ ] N/A
  • LLRS consistent?: [ ] Reviewed [ ] N/A

COMMENTS:

  • Foundation walls are all poured

INSTRUCTIONS:

  1. The back portion can be backfilled. The front can be backfilled after the floor system is installed.
  2. Additional work may be required to accommodate shearwall anchorage as rebar is not continuous

update 2021.05.10 after further review, we believe the foundation to be adequate as constructed

[X] APPROVED [X] FURTHER REVIEW REQUIRED

REVIEWED BY: Mark Buesink, P.Eng. buepoint consulting ltd 4740 Appaloosa Way, Duncan, BC V9L 6J1 engineering@buepoint.com (250) 597 2296

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Extracted from: 2024 11 19 Council Agenda - Agenda - Pdf